Effects of Chloride Binding on the Cement Hydration at early ages

초기재령에 있어 시멘트 수화에 따른 염화물 고정화 효과

  • 문소현 (전북대학교 건축공학과) ;
  • 소승영 (전남 담양대학 건축과) ;
  • 소양섭 (전북대학교 건축·도시공학과 교수, 공업기술연구소)
  • Published : 1999.04.01

Abstract

Corrosion of steel reinforcment is the most significant factor of deterioration in reinforced concrete structures. Chloride ion is considered one of the most common culprits on the corrosion of steels in concrete. This study is effect of cement hydraulic degree on the chloride binding in hardened cement pastes. With increasing the cement hydration, cement products such as CSH and Ca(OH)2 were increased, and the part of added chloride were binded with them. With respect to A type, in first, the additional contents of chloride of 27.08mM/L in pore solution were reduced as 4.3mM/L at 3 days, 4.0mM/L at 7 days, 3.6mM/L at 28 days.

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